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Tender Value
₹3.3 Cr
EMD Value
₹6.5 L
Closing Date
18 Jun 2026, 4:30 pm
Superintending Engineer PMGSY Circle Srinagar
Engineering Complex Bund Road near Govt. Silk factory Showroom Rajbagh Srinagar-190008
Construction and Maintenance of Link From LALPORA DODIMARG ROAD KM IST RD 200 M TO PAHALCHECK GUJARBASTI Complete P. No JK10-4020, Length1.80 KM Carriage way width- 3.75 m Under PMGSY IV, Batch I, FY 2026-27, Block Tral PMGSY Div Pulwama
2026_KSRRD_147776_1
JK104020
Open Tender
CIVIL
549 days
Pulwama
Please refer Tender documents.
21 documents required · 21 mandatory
₹10,000
₹6.5 L
Superintending Engineer PMGSY Circle Srinagar
20 May 2026
20 May 2026
19 Jun 2026
21 May 2026
18 Jun 2026
31 May 2026
30 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1 | Part (A) Site Clearance | - | - | - | - | - |
| 2 | Cutting of trees i/c cutting of trunks, branches & removal of stumps & roots refilling,compaction of backfilling & stacking of servicible mat. with all leads & lifts as per T.S.Clause 201 | - | - | - | - | BI01010001010000000000000515BI0100001270 |
| 3 | a). Girth 300mm - 600 mm | 70 | No | 426.38 | ₹29,846.6 | BI01010001010000000000000515BI0100001271 |
| 4 | b). Girth 600 mm - 900 mm | 43 | No | 693.9 | ₹29,837.7 | BI01010001010000000000000515BI0100001272 |
| 5 | c). Girth 900mm.- 1800mm | 29 | No | 1,445.4 | ₹41,916.6 | BI01010001010000000000000515BI0100001273 |
| 6 | Part(B) Earth Work | - | - | - | - | BI01010001010000000000000515BI0100001274 |
| 7 | Excavation in soil in Hilly areas by Mechnical means incl cutting & trimming of side slopes and excavation of trenches and disposing of excavated earth with a lift upto 1.50 m and a lead upto 20m as per technical specification clause 1603.1 | 5,244.6 | Cum | 165.81 | ₹8,69,607.13 | BI01010001010000000000000515BI0100001275 |
| 9 | Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of tables 300.1and 300.2 as per techanical specification clause available at site .Complete job finished work to be measured. | 4,944.9 | Cum | 75.32 | ₹3,72,449.87 | BI01010001010000000000000515BI0100001276 |
| 10 | Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per Technical specification clause 307. By mechanical means | 500 | Rm | 27.28 | ₹13,640 | BI01010001010000000000000515BI0100001277 |
| 11 | Part (C) RCC Culverts , 2.0 m RCC Box culvert 1 No | - | - | - | - | BI01010001010000000000000515BI0100001278 |
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details.html
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Tendernotice_1.pdf
PDF • 2.78 MB
SBD_JK10-4020.pdf
Tender Documents • 1.97 MB
BOQ_230637.xls
BOQ • 0.34 MB
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